CN107354941A - A kind of strong building stake of stability - Google Patents
A kind of strong building stake of stability Download PDFInfo
- Publication number
- CN107354941A CN107354941A CN201710760912.2A CN201710760912A CN107354941A CN 107354941 A CN107354941 A CN 107354941A CN 201710760912 A CN201710760912 A CN 201710760912A CN 107354941 A CN107354941 A CN 107354941A
- Authority
- CN
- China
- Prior art keywords
- linkage section
- section
- timber
- shaped clamp
- building stake
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 15
- 238000003780 insertion Methods 0.000 claims abstract description 10
- 230000037431 insertion Effects 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 6
- 206010058109 Hangnail Diseases 0.000 claims abstract description 5
- 239000002689 soil Substances 0.000 description 7
- 238000004891 communication Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
- E02D5/526—Connection means between pile segments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/72—Pile shoes
Abstract
The invention discloses a kind of strong building stake of stability, including timber, linkage section and turbination pedestal；The linkage section is arranged on above turbination pedestal, groove is provided with linkage section, linkage section is provided with some clamping structures, and is provided with internal thread in the groove above clamping structure；The timber bottom is provided with direct tube section and external thread section, on the outside of timber also with provided with least four reinforcing strips；Slotted eye is provided with the middle part of the timber, multiple spout holes are further opened with timber；The clamping structure includes L-shaped clamp and rotary shaft；Insertion rib is provided with above L-shaped clamp on the outside of the linkage section, the insertion rib is the Rhizoma Sparganii wimble structure that longitudinal section is in isosceles triangle, and its bottom surface is fixed with L-shaped clamp upper surface, and one end side is parallel with L-shaped clamp end face；Some hangnails are additionally provided with the outside of the linkage section.The width range of the building stake is adjustable, is suitable for various working, and its mounting stability is strong, is easy to promote the use of.
Description
Technical field
The present invention relates to building stake technical field, and in particular to a kind of strong building stake of stability.
Background technology
It is well known that building stake is a kind of building appliance, it is mainly used in squeezing into soil and carries out its upper building support
Base apparatus, therefore be widely used in building engineering field；Existing building stake includes pile body and pile top, and pile top is arranged on stake
The bottom of body；In use, by hitting pile body, using pile top, operation is operated downwards in soil；But sent out in its use
It is existing, because the structure of pile body and pile top is fixed form, therefore can not then be fitted in the building stake required for different size
Should, so as to building stake situation that is unqualified, or not arranging in pairs or groups often occur.
The content of the invention
The invention aims to solve above-mentioned technical problem, there is provided a kind of novel building stake, the width of the building stake
Scope is adjustable, is suitable for various working, and its mounting stability is strong, is easy to promote the use of.
To achieve the above object, the technical solution adopted by the present invention is as follows：
A kind of strong building stake of stability, including timber, linkage section and turbination pedestal；The linkage section is arranged on down
Above conical pedestal, the groove of opening upwards is provided with linkage section, some clampings are uniformly provided with same circumference on linkage section
Structure, and it is provided with internal thread in the groove above clamping structure；The timber bottom is provided with the straight tube with groove match
Section and external thread section, on the outside of the timber above external thread section also with provided with least four reinforcing strips；It is provided with the middle part of the timber
The slotted eye of opening upwards, multiple extraneous spout holes with slotted eye of connection are further opened with timber；The clamping structure includes L-shaped card
Plate, and the rotary shaft for being arranged in linkage section and being rotatablely connected with the flex point of L-shaped clamp；L-shaped clamp on the outside of the linkage section
Top is provided with insertion rib, and the insertion rib is the Rhizoma Sparganii wimble structure that longitudinal section is in isosceles triangle, its bottom surface and L-shaped clamp upper surface
Fixed, one end side is parallel with L-shaped clamp end face；Some hangnails are additionally provided with the outside of the linkage section.
Specifically, in addition to bar is screwed, the bar that screws matches with slotted eye；Interior spiral shell is provided with above the slotted eye inwall
Line structure, screw bar and be provided with the external thread structure to match with the internal thread.
Preferably, the linkage section is integrally formed with turbination pedestal.
As another preferred scheme, antidetonation section is additionally provided between linkage section and the turbination pedestal.
Compared with prior art, the invention has the advantages that：
(1) one end of L-shaped clamp can be pressed down when timber of the present invention moves down, and then makes the other end of L-shaped clamp
Upwards, the transverse width of building stake can on the one hand be expanded, it is bigger to adapt it to condition range, is on the other hand then that can pass through L-shaped
Clamp make its it is firm be clamped in soil, realize fixed purpose.
(2) present invention is provided with insertion rib also above L-shaped clamp, can reduce L-shaped clamp and moves up and is caught in soil
Resistance, make its operation simpler, it is more laborsaving.
(3) timber of the invention is fixed in construction ground by base, is not easy to be corroded, recyclable recycling, wood
Stake screws up has ensured that timber is connected firm with base on base.
(4) present invention is provided with antidetonation section, silk occurs in P wave, can be by earthquake by the buoyancy effect of antidetonation section
Compressional wave snubber, so as to which destructive power of the earthquake be greatly reduced.
(5) present invention is provided with slotted eye also on timber, and is also provided with spout hole and slotted eye is in communication with the outside, and this sets
Putting can be after building stake be squeezed into by concrete perfusion in slotted eye, and concrete flow out from multiple spout holes, fill pile body and
Space between soil so that pile body is firmer.
(6) present invention is also provided with screwing bar, and the object for that will be packed into slotted eye can be as much as possible from spout hole
Outflow, is fully filled the space between pile body and soil, stabilizing it property is stronger.And in order to avoid timber is damaged, also
At least four reinforcing strips are provided with outside timber.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the structural representation of present invention insertion rib.
Wherein, it is entitled corresponding to reference：
1- timbers, 11- direct tube sections, 12- external thread sections, 13- reinforcing strips, 14- spout hole 2- linkage sections, 21- grooves, 22-
Internal thread, 23- hangnails, 3- turbination pedestals, 4- antidetonation sections, 5-L shape clamps, 51- insertion ribs, 6- screw bar.
Embodiment
The invention will be further described with embodiment for explanation below in conjunction with the accompanying drawings, and mode of the invention includes but not only limited
In following examples.
The purpose of the present embodiment is to provide for a kind of strong building stake of stability, as depicted in figs. 1 and 2, including timber
1st, linkage section 2 and turbination pedestal 3；The linkage section 2 is arranged on the top of turbination pedestal 3, and opening is provided with linkage section
Upward groove 21, some clamping structures, and the groove above clamping structure are uniformly provided with linkage section on same circumference
It is interior to be provided with internal thread 22；The bottom of timber 1 is provided with direct tube section 11 and external thread section 12 with groove match, on external thread section
The outside of timber 1 of side also with provided with least four reinforcing strips 13；The middle part of timber 1 is provided with the slotted eye of opening upwards, timber
On be further opened with multiple extraneous spout holes 14 with slotted eye of connection；The clamping structure includes L-shaped clamp 5, and is arranged on connection
The rotary shaft being rotatablely connected in section and with the flex point of L-shaped clamp, when timber moves into groove by L-shaped clamp one end down
Pressure, and then it is fixed the L-shaped clamp other end is caught in upwards in soil；The top of L-shaped clamp 5 in the outside of linkage section 2, which is provided with, inserts
Entering rib 51, the insertion rib is the Rhizoma Sparganii wimble structure that longitudinal section is in isosceles triangle, and its bottom surface is fixed with the upper surface of L-shaped clamp 5, one
End side surface is parallel with L-shaped clamp end face；The outside of linkage section 2 is additionally provided with some hangnails 23.
Also include screwing bar 6, the bar that screws matches with slotted eye；Female thread structure is provided with above the slotted eye inwall,
Screw bar 6 and be provided with the external thread structure to match with the internal thread.
Antidetonation section 4 is additionally provided between the linkage section 2 and turbination pedestal 3.
Above-described embodiment is only one of the preferred embodiment of the present invention, should not be taken to limit the protection model of the present invention
Enclose, as long as the present invention body design thought and that mentally makes have no the change of essential meaning or polishing, it is solved
Technical problem it is still consistent with the present invention, should be included in protection scope of the present invention within.
Claims (4)
1. the strong building stake of a kind of stability, it is characterised in that including timber (1), linkage section (2) and turbination pedestal (3)；
The linkage section (2) is arranged on above turbination pedestal (3), and the groove (21) of opening upwards, connection are provided with linkage section (2)
Some clamping structures are uniformly provided with section (2) on same circumference, and interior spiral shell is provided with the groove (21) above clamping structure
Line (22)；Timber (1) bottom is provided with the direct tube section (11) and external thread section (12) to match with groove (21), external thread section
(12) on the outside of timber (1) above also with provided with least four reinforcing strips (13)；Opening upwards are provided with the middle part of the timber (1)
Slotted eye, multiple extraneous spout holes (14) with slotted eye of connection are further opened with timber (1)；The clamping structure includes L-shaped card
Plate (5), and the rotary shaft for being arranged in linkage section (2) and being rotatablely connected with the flex point of L-shaped clamp (5)；The linkage section (2) is outside
Insertion rib (51) is provided with above the L-shaped clamp (5) of side, the insertion rib (51) is the triangular pyramid knot that longitudinal section is in isosceles triangle
Structure, its bottom surface are fixed with L-shaped clamp (5) upper surface, and one end side is parallel with L-shaped clamp (5) end face；The linkage section (2) is outside
Side is additionally provided with some hangnails (23).
A kind of 2. strong building stake of stability according to claim 1, it is characterised in that also include screwing bar (6), it is described
Bar (6) is screwed with slotted eye to match；Female thread structure is provided with above the slotted eye inwall, bar (6) is screwed and is provided with and the interior spiral shell
The external thread structure that line matches.
3. the strong building stake of a kind of stability according to claim 1 or 2, it is characterised in that the linkage section (2) is with falling
Conical pedestal (3) is integrally formed.
4. the strong building stake of a kind of stability according to claim 1 or 2, it is characterised in that the linkage section (2) is with falling
Antidetonation section (4) is additionally provided between conical pedestal (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710760912.2A CN107354941A (en) | 2017-08-30 | 2017-08-30 | A kind of strong building stake of stability |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710760912.2A CN107354941A (en) | 2017-08-30 | 2017-08-30 | A kind of strong building stake of stability |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107354941A true CN107354941A (en) | 2017-11-17 |
Family
ID=60289693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710760912.2A Pending CN107354941A (en) | 2017-08-30 | 2017-08-30 | A kind of strong building stake of stability |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107354941A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487588A (en) * | 2018-04-12 | 2018-09-04 | 衢州市昊博专利技术推广有限公司 | A kind of fixed timber of decoration |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU672290A1 (en) * | 1977-06-13 | 1979-07-05 | Fedulov Vladilen G | Pile |
| SU1430464A1 (en) * | 1987-02-27 | 1988-10-15 | Ленинградское высшее инженерное морское училище им.адм.С.О.Макарова | Anchor pile |
| CN1441146A (en) * | 2003-03-24 | 2003-09-10 | 周书魁 | Integral pile hole drilling and expanding apparatus |
| CN201031390Y (en) * | 2007-05-17 | 2008-03-05 | 同济大学 | Tools type enlarged footing plucking resistance pile |
| CN103161158A (en) * | 2013-03-22 | 2013-06-19 | 东南大学 | Method of reinforcing soft soil layers using layering mixing pile machine |
| CN204023557U (en) * | 2014-08-14 | 2014-12-17 | 刘志军 | A kind of hydraulic architecture foundation pile structure |
| CN104404951A (en) * | 2014-10-24 | 2015-03-11 | 威海市水利岩土工程有限公司 | Long spiral pile machine with expanding device and pile forming method |
| CN104805835A (en) * | 2015-04-09 | 2015-07-29 | 江苏江鸿建设工程有限公司 | Construction pile |
| CN105421340A (en) * | 2015-12-11 | 2016-03-23 | 陈明 | Tubular pile with unfolding blades and construction method of tubular pile |
| CN105544525A (en) * | 2015-12-11 | 2016-05-04 | 陈明 | Uplift pile with unfolding barb and construction method thereof |
| CN205421243U (en) * | 2016-03-08 | 2016-08-03 | 永城职业学院 | Building building pile |
| CN207484470U (en) * | 2017-08-30 | 2018-06-12 | 成都智宸科技有限公司 | A kind of strong building stake of stability |
-
2017
- 2017-08-30 CN CN201710760912.2A patent/CN107354941A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU672290A1 (en) * | 1977-06-13 | 1979-07-05 | Fedulov Vladilen G | Pile |
| SU1430464A1 (en) * | 1987-02-27 | 1988-10-15 | Ленинградское высшее инженерное морское училище им.адм.С.О.Макарова | Anchor pile |
| CN1441146A (en) * | 2003-03-24 | 2003-09-10 | 周书魁 | Integral pile hole drilling and expanding apparatus |
| CN201031390Y (en) * | 2007-05-17 | 2008-03-05 | 同济大学 | Tools type enlarged footing plucking resistance pile |
| CN103161158A (en) * | 2013-03-22 | 2013-06-19 | 东南大学 | Method of reinforcing soft soil layers using layering mixing pile machine |
| CN204023557U (en) * | 2014-08-14 | 2014-12-17 | 刘志军 | A kind of hydraulic architecture foundation pile structure |
| CN104404951A (en) * | 2014-10-24 | 2015-03-11 | 威海市水利岩土工程有限公司 | Long spiral pile machine with expanding device and pile forming method |
| CN104805835A (en) * | 2015-04-09 | 2015-07-29 | 江苏江鸿建设工程有限公司 | Construction pile |
| CN105421340A (en) * | 2015-12-11 | 2016-03-23 | 陈明 | Tubular pile with unfolding blades and construction method of tubular pile |
| CN105544525A (en) * | 2015-12-11 | 2016-05-04 | 陈明 | Uplift pile with unfolding barb and construction method thereof |
| CN205421243U (en) * | 2016-03-08 | 2016-08-03 | 永城职业学院 | Building building pile |
| CN207484470U (en) * | 2017-08-30 | 2018-06-12 | 成都智宸科技有限公司 | A kind of strong building stake of stability |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487588A (en) * | 2018-04-12 | 2018-09-04 | 衢州市昊博专利技术推广有限公司 | A kind of fixed timber of decoration |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171117 |